CN202089813U - Integral water purifier - Google Patents

Integral water purifier Download PDF

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Publication number
CN202089813U
CN202089813U CN2011201409807U CN201120140980U CN202089813U CN 202089813 U CN202089813 U CN 202089813U CN 2011201409807 U CN2011201409807 U CN 2011201409807U CN 201120140980 U CN201120140980 U CN 201120140980U CN 202089813 U CN202089813 U CN 202089813U
Authority
CN
China
Prior art keywords
tower body
water purifier
zone
district
water
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
CN2011201409807U
Other languages
Chinese (zh)
Inventor
顾洪华
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
JIANGSU GUANGYANG DYNAMIC ENVIRONMENTAL EQUIPMENT CO Ltd
Original Assignee
JIANGSU GUANGYANG DYNAMIC ENVIRONMENTAL EQUIPMENT CO Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by JIANGSU GUANGYANG DYNAMIC ENVIRONMENTAL EQUIPMENT CO Ltd filed Critical JIANGSU GUANGYANG DYNAMIC ENVIRONMENTAL EQUIPMENT CO Ltd
Priority to CN2011201409807U priority Critical patent/CN202089813U/en
Application granted granted Critical
Publication of CN202089813U publication Critical patent/CN202089813U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Separation Of Suspended Particles By Flocculating Agents (AREA)

Abstract

The utility model relates to an integral water purifier which comprises a flocculation reaction zone and an inclined-tube sediment zone arranged at the upper part of the tower body of the water purifier, a sludge concentration zone arranged in the middle part of the tower body of the water purifier, a sand-filtering zone arranged in the lower part of the tower body of the water purifier and a backwashing zone arranged at one side of the tower body of the water purifier; an inclined tube is arranged in the inclined-tube sediment zone, an adjustable automatic sludge-discharging device is arranged in the sludge concentration zone, a water-collecting pipe is arranged between the inclined-tube sediment zone and a sand-filtering zone. The integral water purifier has simple and elegant arrangement as well as attractive and reasonable appearance, and investment can be saved by adopting the integral water purifier.

Description

Integral water purifier
Technical field
The utility model relates to a kind of water purifier, particularly a kind of integral water purifier.
Background technology
Using maximum light filter material integral water purifiers in the prior art is to add mechanical stirring or wash lightweight floating filter material and manual operation with the mode of the many water jet standpipes of rotation with fixing many water jet standpipes, complicated operation, and low to the filtrate cleaning rate.
Summary of the invention
Goal of the invention: the purpose of this utility model is in order to overcome deficiency of the prior art, provides a kind of and handles the turbidity height, treatment effect is good and connection and reasonable arrangement, floor space is little, one-time investment is low, long service life, water purifier that level of automation is high.
Technical scheme: high turbidity turriform water purifier described in the utility model, it comprises flocculation reaction district, the tube settling district that is arranged on equipment tower body top, be arranged on the mud enrichment region at equipment tower body middle part, be arranged on the sand filtrating area of equipment tower body bottom, be arranged on the back flushing district of equipment tower body one side, in described tube settling district, lay inclined tube, adjustable automatic sludge discharger is set, between described tube settling district and sand filtrating area, be provided with header in described mud enrichment region inside.
Be provided with water inlet pipe on described equipment tower body top, be provided with rising pipe at described equipment tower body middle part.
One side is provided with water leg in described flocculation reaction district.
Former water is finished hydrolysis flocculation, processes such as absorption through dosing and coagulant aids thorough mixing.Current are that flow lifting type flows into the flocculation reaction district from bottom to top, further strengthen the degree of flocculation reaction, can make the impurity particle in the water, and colloid is collided contact betwixt fully, absorption.After flocculation reaction, the sedimentation gradually of flocculation mud, but still the tiny mud of some particle enters the settling region because of proportion is less with current.Design polypropylene hexagon cellular inclined tube filler in the settling region can improve the laminar flow regime of current, and particles settling do not disturb by current, obtains sufficient sedimentation in limited space, makes the particulate matter of water separate removal with colloid.The body refuse enrichment region of structure uniqueness is set and mixes adjustable automatic mud removing, unnecessary body refuse is in time got rid of, thereby guaranteed that the sedimentation body refuse can not cause secondary pollution, improved the reliability that particulate matter and colloid are removed in the water.Former water flow to filtrating area by water gathering system after inclined tube clarification, disperseed to enter the muddy water district by baffle plate, the bed of material after filtration from the muddy water district again, and supporting layer enters the catchment area.Suspended substance in the water, colloid is trapped once more, and water has obtained purification again, is qualified thereby assurance enters the water of catchment area.Filter back clear water enters clear water zone, clear water before filter with filter back two liquid level potential difference effects under or under the former effect of water pressure, enter clear water zone from the catchment area from bottom to top along the clear water pipe, again from the discharger that flows automatically after clear water zone overflows into the water leg at top.
Equipment is after operation for some time, filtration chamber's inner suspension thing concentrates on the filtering layer surface, filtering layer both sides pressure reduction increases, filter chamber hydraulic pressure is increased, when the quick filter tank of filtrate district water level rises to certain altitude, promptly begin to form automatic back-washing, make the interior filtrate of autogenous pressure recoil filter chamber of water, reach the backwash effect.When descending certain water level in the settling pond, make siphon destructive, back flushing stops, and the filter tank enters the operation of next cycle and filters.
Beneficial effect: the utility model compared with prior art, its remarkable advantage is: the equipment integral layout is simplicity generosity more, more attractive in appearancely rationally saves investment, big, the wear-resisting wiping of filtrate intensity, easily flushing, long service life.
Description of drawings
Fig. 1 is a structural representation of the present utility model.
Embodiment
As shown in Figure 1, high turbidity turriform water purifier, comprise the flocculation reaction district 2, the tube settling district 3 that are arranged on equipment tower body 1 top, be arranged on the mud enrichment region 4 at equipment tower body 1 middle part, be arranged on the sand filtrating area 5 of equipment tower body 1 bottom, be arranged on the back flushing district 6 of equipment tower body 1 one sides, in described tube settling district 3, lay inclined tube 7, in described mud enrichment region 4 inside adjustable automatic sludge discharger 8 is set, between described tube settling district 3 and sand filtrating area 5, is provided with header 9; Be provided with water inlet pipe 10 on described equipment tower body 1 top, be provided with rising pipe 11 at described equipment tower body 1 middle part; 2 one sides are provided with water leg 12 in described flocculation reaction district.The utility model equipment integral layout simplicity generosity, attractive in appearance rationally saving is invested, big, the wear-resisting wiping of filtrate intensity, easy flushing, long service life.

Claims (3)

1. integral water purifier, it is characterized in that: comprise the flocculation reaction district (2) that is arranged on equipment tower body (1) top, tube settling district (3), be arranged on the mud enrichment region (4) at equipment tower body (1) middle part, be arranged on the sand filtrating area (5) of equipment tower body (1) bottom, be arranged on the back flushing district (6) of equipment tower body (1) one side, in described tube settling district (3), lay inclined tube (7), in described mud enrichment region (4) inside adjustable automatic sludge discharger (8) is set, between described tube settling district (3) and sand filtrating area (5), is provided with header (9).
2. integral water purifier according to claim 1 is characterized in that: be provided with water inlet pipe (10) on described equipment tower body (1) top, be provided with rising pipe (11) at described equipment tower body (1) middle part.
3. integral water purifier according to claim 1 is characterized in that: (2) one sides are provided with water leg (12) in described flocculation reaction district.
CN2011201409807U 2011-05-06 2011-05-06 Integral water purifier Expired - Fee Related CN202089813U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2011201409807U CN202089813U (en) 2011-05-06 2011-05-06 Integral water purifier

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2011201409807U CN202089813U (en) 2011-05-06 2011-05-06 Integral water purifier

Publications (1)

Publication Number Publication Date
CN202089813U true CN202089813U (en) 2011-12-28

Family

ID=45364894

Family Applications (1)

Application Number Title Priority Date Filing Date
CN2011201409807U Expired - Fee Related CN202089813U (en) 2011-05-06 2011-05-06 Integral water purifier

Country Status (1)

Country Link
CN (1) CN202089813U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102153178A (en) * 2011-05-06 2011-08-17 江苏光阳动力环保设备有限公司 Integrated water purifier
CN109553216A (en) * 2018-11-21 2019-04-02 刘兴海 Remove the device of water pollutant

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102153178A (en) * 2011-05-06 2011-08-17 江苏光阳动力环保设备有限公司 Integrated water purifier
CN109553216A (en) * 2018-11-21 2019-04-02 刘兴海 Remove the device of water pollutant

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Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
PE01 Entry into force of the registration of the contract for pledge of patent right

Denomination of utility model: Integral water clarifier for treating high concentrated organic wastewater and normal water

Effective date of registration: 20131211

Granted publication date: 20111228

Pledgee: Bank of Jiangsu, Limited by Share Ltd, Yixing branch

Pledgor: Jiangsu Guangyang Dynamic Environmental Equipment Co., Ltd.

Registration number: 2013320000010

PLDC Enforcement, change and cancellation of contracts on pledge of patent right or utility model
C17 Cessation of patent right
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20111228

Termination date: 20140506